legend to provide greater visual clarity, existing …ce l t owe r design public meeting map d e s i...
TRANSCRIPT
CELL TOWER
DESIGN PUBLIC MEETING MAPD
ESIG
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PU
BLIC
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ETIN
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P
HO
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CO
UN
TY
DESIG
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PU
BLIC
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ETIN
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CO
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PR
OJE
CT 510
78.1.1/46285.1.1 (
U-5753/U-5858)
PROJECT 51078.1.1/46285.1.1 (U-5753/U-5858)P
ROJE
CT 510
78.1.1/4
6285.1.1 (U
-5753/U-5858)
HOKE COUNTY
LIN
DS
AY
RD
TO
RO
CK
FIS
H
RD
FR
OM
PL
AN
K
RD
AL
ON
G
WA
YSID
E
RD/
LIN
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AY
RD
TO
RO
CK
FIS
H
RD
FR
OM
PL
AN
K
RD
AL
ON
G
WA
YSID
E
RD/
LINDSAY RD TO ROCKFISH RD
FROM PLANK RD ALONG WAYSIDE RD/
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
TO CHANGE.THESE MAPS ARE FUNCTIONAL AND ARE SUBJECT OR ON OTHER DISPLAYS. THE DESIGNS SHOWN ON PROPOSED UTILITES ARE NOT SHOWN ON THESE MAPSTO PROVIDE GREATER VISUAL CLARITY, EXISTING AND UTILITY INFORMATION:
DESIGN USING FINAL SURVEYS. LOCATIONS WILL ALSO BE DETERMINED DURING FINALUSING FINAL GROUND SURVEYS. FINAL DRIVEWAYATTEMPT TO MINIMIZE IMPACTS WHERE FEASIBLE DURING THE FINAL DESIGN STAGE, DESIGNERS WILL FUNCTIONAL DESIGNS AND LIDAR GROUND SURVEYS.SHOWN ON THIS MEETING MAP ARE BASED OFF OF LIMITS OF CONSTRUCTION AND THEIR IMPACTSIMPACTS AND DRIVEWAY TIES:
CONNECTIONS ALLOWED. GRADE-SEPERATED. NO PRIVATE DRIVEWAY RAMPS AT INTERCHANGES. ALL CROSS-STREETS ARECONNECTION TO A FACILITY PROVIDED ONLY VIAFULL CONTROL OF ACCESS IS DEFINED AS A NOTES:
0
(HORIZONTAL)
100 20050100
ENGLISH
LEGEND
0000
0000
TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
AND GUTTER
LAKES, RIVER, STREAMS AND PONDS
PRESENT ADT
FUTURE ADT
PROPERTY LINES
EXISTING TRAFFIC SIGNAL
PROPOSED TRAFFIC SIGNAL
AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
EXISTING UTILITY EASEMENT
PROPOSED FULL CONTROL OF ACCESS
DESIGN DATA -L-
MAX SUPERELEV. = 6%DESIGN SPEED = VARIES 50-60 MPHFUNCTIONAL CLASS = COLLECTOR/ARTERIAL
ORTHOPHOTO DATA
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
0
(HORIZONTAL)
100 20050100
ENGLISH
DESIGN DATA -L-
MAX SUPERELEV. = 6%DESIGN SPEED = VARIES 50-60 MPHFUNCTIONAL CLASS = COLLECTOR/ARTERIAL
ORTHOPHOTO DATA
Sheet 1
of 3
RE
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EN
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f 3R
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ME
ND
ED
OP
TIO
N
NCONEMAP = 12-12-17= 01-27-17FLIGHT DATE= M-8091FLIGHT MISSION
MA
TC
HLIN
E S
HE
ET 2
-L- (A
2) S
TA. 30+00.0
0
NCONEMAP = 12-12-17= 01-27-17FLIGHT DATE= M-8091FLIGHT MISSION
LEGEND
0000
0000
TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
AND GUTTER
LAKES, RIVER, STREAMS AND PONDS
PRESENT ADT
FUTURE ADT
PROPERTY LINES
EXISTING TRAFFIC SIGNAL
PROPOSED TRAFFIC SIGNAL
AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
EXISTING UTILITY EASEMENT
PROPOSED FULL CONTROL OF ACCESS
Sheet 1 of 3RECOMMENDED CONCEPT
800' - 1000'
800' - 1000'
U-TURN KNUCKLES NOT TO BE PLACED IN WETLANDS OR RIGHT OF WAY SENSITIVE AREASPOTENTIALLY TO BE USED AT ALL INTERSECTIONS
WHERE POSSIBLEFULL CONTROL OF ACCESS
WHERE POSSIBLEFULL CONTROL OF ACCESS
*
*
*the amount of traffic and is subject to changeThe need for right turn lanes is dependent on
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DIRECTIONAL CROSSOVER WITH MEDIAN U-TURNS
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401US
401US
TRAFFIC DATA
US 401 US 401
2040 AADT
2019 AADT
(SR 1418)LINDSAY RD
TRAFFIC DATA
2040 AADT
2019 AADT
16,000
14,300
TRAFFIC DATA
2040 AADT
2019 AADT(SR 1305)WAYSIDE RD14,500
13,200
PLANK RDPLANK RD
14,400
12,900
15,300
13,900
18,700
16,600
(SR 1305)WAYSIDE RD
16,200
14,400
15,100
13,000
36,600
30,100
27,800
23,000
VALUES ASSUME REVERSE SUPERSTREET
BROCK RD(SR 1318)
WAYSIDE RD (SR 1305)
600
1,100
4,600
2,600
10,300
7,500
4,100
3,300
1,400
950
5,500
4,300
7,700
7,100
6,800
6,100
15,400
10,400
PI STA 12+83.42
D
D
L = 376.15'
T = 209.94'
R = 340.00'
DS = 35 MPH
SE = .06
PI STA 12+52.49
D
D
L = 273.90'
T = 139.85'
R = 550.00'
DS = 40 MPH
SE = .06
-L2QC- WAYSIDE QUAD RD.-L2QA- LINDSAY QUAD RD.
PI STA 16+04.85
D
D
L = 524.49'
T = 265.70'
R = 1,330.00'
PI STA 26+54.30
D
D
L = 617.75'
T = 314.55'
R = 1,330.00'
SE = .06 SE = .06
-L- (A2) SR 1305 (WAYSIDE RD) U-5753
CURVE DATA
PI STA 18+39.32
D
D
L = 572.51'
T = 291.28'
R = 1,260.00'
SE = .04
PI STA 27+86.11
D
D
L = 290.97'
T = 145.68'
R = 2,290.00'
PI STA 42+82.31
D
D
L = 1,230.23'
T = 660.08'
R = 1,370.00'
PI STA 53+88.82
D
D
L = 361.48'
T = 182.73'
R = 1,000.00'
PI STA 71+50.72
D
D
L = 335.19'
T = 168.30'
R = 1,500.00'
PI STA 79+35.72
D
D
L = 427.69'
T = 217.73'
R = 926.00'
PI STA 89+78.77
D
D
L = 730.44'
T = 374.69'
R = 1,330.00'
SE = .03 SE = .04 SE = .04 SE = .04 SE = .04 SE = .06
-L- (A2) SR 1418 (LINDSAY RD) U-5858
3:1 M
AX
3:1 M
AX
3:1 MAX
3:1 MAX
6:1 4:1
1SBK BUS
HTR
HTR
S
S
HTRHTR
HTR
HTR
HTR
1SBKD
1SBKD
1SBKD
1SFD
1SBKD
1SBKD
HTR
HTR
HTR
HTR
HTR
1SBKD
1SBKD
1SBKD
1SFD
S
HTR
HTR
S
S
S
1SFD
G1SBKD
1SFD
1SFBUS
1SBKD
1SBKD
1SFD
1SFD
1SFD
1SBL
K B
US
2-1SL'S
4 GAS PU
MPS
AT
M
1SBLK BUS
8 GAS PUMPS
4-1SL'SS
S
CENTURY LINK SUB
2SFD
1SBKD
1SFD
S
2SBKD
1SBKD
2SFD
2SFD
2SFD
1SFD
1SFD
1SFD
1SBKD
2SFD
2SFD
1.5SBKD
1SBKD
1SBKD
1SBKD
1SFD
1SBKD1SFD
1SFD
2SBKFD
2SBKD
1SFD
1SBKFD
1SBKD
2SBKD
2SBKD
2SBKD
1SBKD
1SBKD
2SBKD
1SBKD
1SFD
BU
S1S
F
U/MTL CAN
U/
MTL CAN
S
SS
S
S
HTR
HTR
HTR
HTR
HTR
1SB
K
BU
S
1SBKD
1SFD
HTR
S
2SFD
1SMTL BUS
1SMTL BUS
1SF
D
1SB
KD
S
S
S
S
S
1SBL
K B
US
CAN
BUS
1SMTL
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-Y1-
-Y1-
-QRDC1-
-QRDC-
-QRDA-
-Y2-
15
30
15
15
15
20
25
15
10 15
35
40
45
50
20
25
30
PC
STA 45
+23.49
PT STA
52+3
2.36
POT STA 10
+00.00PC S
TA 10+73.48
PT STA 1
4+49.6
3
POT STA 19+
03.54
PO
T
ST
A 10
+00.0
0
PC STA 13+39.16PT STA 18+63.64
PC S
TA 23+39.75
PT S
TA 29+57.5
0
POT S
TA 10+
00.00
PC STA
11+12.
64
PT ST
A 13
+86.53
POT ST
A 18
+22.70
30
35
40
55
60
65
50
45
15
20
25
POT ST
A 10
+00.00
PC ST
A 15
+48.04
PT S
TA 21+
20.5
5
-Y1B-
PC S
TA 26+40.4
2
PT S
TA 29+31.4
0
PC S
TA 36+22.2
3
PT ST
A 48+52.46
PC ST
A 52+06.09
PT S
TA 55+67.5
7
PC S
TA 69+82.4
2
PT
ST
A 73
+17.6
1
PC S
TA 77+17.9
9
PT S
TA 81+
45.68
PC S
TA 86+04.0
8
PT
ST
A 93
+34.5
3
PO
T
ST
A 96+41.35
30
35
40 4
5
50
55
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65
70 75
80
85
90 9
5
-Y1A-
-L- (A2) -L- (A
2)
120'
30'
24'
24'
30'
24'
24'
23'
24'
24'
30'
30'
24'
36'
23'
24'
24'
23'
24'
24'
120'
23'
24'
24'
BEGIN TIP PROJECT U-5753
BEGIN TIP PROJECT U-5858
END TIP PROJECT U-5753
TO
RAEF
ORD
TO
FA
YETTEVIL
LE
TO FA
YET
TEVILLE
SR 13
18
BR
OC
K
RD
SR 1418 (LINDSAY RD)
PLAN
K RD
SWEE
TBRI
AR
LN
SPR
UC
EPIN
E D
R
DARBY D
R
DAL
MATIO
N
DR
SR 1305
WAYSIDE RD
IND
EPE
ND
EN
CE
DR
WO
OD
LA
ND
DR
TIMBERIDGE DR
OLD
PA
RKER FA
RM
RD
HO
LLO
W
LN
DRE
W
ST
QU
AL RID
GE D
R
NESTIN
G
LN
OLD O
AK RD
FORE
ST C
K DR
CLAN CAMPBELL RD
EASEMENTCELL TOWER
TO
RAEF
ORD
PROPOSED TYPICAL SECTION-L- (A2) BEGIN PROJECT TO ADCOX RD
PROPOSED TYPICAL SECTION-L- (A1) BEGIN PROJECT TO ADCOX RD
120' MIN. RIGHT OF WAY 120' MIN. RIGHT OF WAY
BEGIN TIP PROJECT U-5753
23'-30'12'12'2'
14' W/GRL
8' 12'12' 2'
14' W/GRL
8'23'-30'12'12'
4'
12' W/GRL
9' 12'12'
4'
12'
11' W/GRL
8' 6'
N.T.S. N.T.S.
10'
ROCKFISH CHURCH
SELF STORAGE
ALL-AMERICAN
DOLLAR GENERAL
PUPPY CREEK PARK
SHELL
ROBIN'S WALK
QUAIL HOLLOW EAST
QUAIL HOLLOW WEST
COBBLE RIDGE
TIMBER RIDGE
LINDSAY FARMS
AUTOMOTIVE
PURE PERFORMANCE
BP
2
3
4
1
1
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
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4849
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57
5859
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6465
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199201
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117
118
119
FORT BRAGG MILITARY RESERVATION
PUPPY CREEK PARK, LLC
WENDELL WOOLFORD
FUEL ZONE, LLC
CHARLES WAGNER JR
DOUGLAS HEATH
SCOTT STOCKDALE
JEFFREY TAYLOR
BRUCE HABLE
BRETT ROTHER
LEO FLUITT
TIMOTHY SIEBELINK
RENAEE ALLEN
INDIA RIVES
FREDRICK BASS
EDWARD THOMAS
MILDRED BRATCHER
JOHN BREACH
ANTHONY MOUZON
SHARON COX
CLIFFORD WINKLEMAN
JERRY JACKSON
JERRY JACKSON
JESSE HORSLEY
LAKENYA KYLES
NORMA JEAN PAULLEY
JAMES JACKSON
JESSE HORSLEY
RICHARD JERNIGAN JR
RICHARD WARD
SHANNA BURNS
CAROL GONZALEZ
BUDDY STONEBRAKER
WILLIAM JACKSON
JOYCE MCFADYEN
LACY MCFADYEN
MAC CROWLEY
MAC CROWLEY
PAR 3 DEVELOPMENT GROUP, LLC
STEVE SAPP
HACKETT PROPERTIES INC
ROBERT DYER
RICKEY ROYALS
MARCUS WAGNER
JEHAD MUSA
PAULETTE SELLMAN
JOSE RODRIQUEZ
JEROME SEWERT
CALVIN JONES
ROSLYN MCKINNIE
WILLIAM JOLLEY JR
1
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46
47
48
49
50
51
FREDERICK SLOAN
TIMOTHY REIL
BLAKE GAYNOR
KEITH SHRADER
HARRY ERVIN
LEIGH ANNE WADE
JENNIFER BAYNE
JACKIE WOODARD
ENNIS BREWER
BETH MCMAHON
CLARA ST JOHN
MICHAEL SULICK
ARTHUR BONILLA
CLIFTON PLANK
MICHAEL BANNDITINI
LARRY CHAVIS
JAMES GILLIAM
SOFIA CABELL
DANIEL KOSTURA JR
HAZEL GONZALEZ
JOSEPH CERVAY
CORBIN HAHN
STEVEN FOWLER
TRACY HODO
CLIFTON GROCE
MICHAEL SWEENEY
DARRYL WASHINGTON
EMC MORTGAGE CORP
70
71
72
73
74
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76
77
78
79
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
CHRISTOPHER WEEKS
AUDREY J. TROXELL
198
199
200
201
VEGA PECUNIA-FRANCISCO
MOZELLA HARVEY
FREDDY TAVERAS
CBMM PROPERTIES LLC
ANTHONY WILLIAMS
BARBARA MCHONE
ANITA GROVE
RONNIE HOLLIDAY
STEVEN GAMBLE
LUCILLE ROBINSON
JESUS TIRADO
LAND DEVELOPMENT & MANAGEMENT
CARLSTON GOULD
CAROLINA TELEPHONE
HAROLD KIDD
WILLIAM LINDSAY
TRINA RIDDLE TRUST
WILLIAM LINDSAY
CATHERINE FAIRCLOTH
CAROL POWELL
AAMIR QURESHI
MYRL CLINARD
HAROLD KIDD
RAEFORD CHRISTIAN FELLOWSHIP
JESUS TIRADO
80
81
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87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
MYRL CLINARD
ELEANOR THOMAS
JAMES SANDERS
JAMES SANDERS
VINCENT WEST
JAMES SANDERS
WAYMAN MCCORQUODALE
JAMES SANDERS
KATHY SETTLE
WILLIAM SCOTT
SEAVY HALES
JANET HEDGPETH
SEAVY HALES
WARREN SLOTTERBACK
WILLIAM WRIGHT
JAMES WRIGHT
103
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112 AMERICAN TOWER (EASEMENT)
CD
A
B